ICE Product Catalog 2026

Data Analysis and Reporting Following data collection, GRL typically processes the Dynamic Pile Monitoring results versus pile penetration depth or blow number. Selected test data is also analyzed with the CAPWAP software to provide the mobilized capacity, as well as the shaft and toe resistances, the shaft resistance distribution, and the dynamic soil properties. CAPWAP output also includes a simulated load-set curve for the pile head and pile toe. The dynamic monitoring and CAPWAP results provide insight into input parameter selection for refined GRLWEAP analyses that are often used to establish driving criterion. The GRL engineer prepares a final report summarizing the dynamic pile monitoring test details, test results, and recommendations. SiteLink ® Technology SiteLink technology enables GRL engineers to conduct Dynamic Pile Monitoring from a remote location. It provides the same dynamic test results as conventional on-site testing at a reduced testing cost since travel time and travel expenses are eliminated. Pile preparation and gage attachment are performed by the contractor, inspection agency, or another party onsite who connects the field PDA unit with the remote engineer via broadband service. SiteLink technology provides an easy solution to scheduling a dynamic test or solving an unanticipated pile installation problem. Data analysis and reporting can begin quicker as no travel time is needed to return to the office. For additional information on PDA Testing or any other GRL Engineers service please contact info@GRLengineers.com or visit us at www.GRLengineers.com.

Dynamic Monitoring Results vs Depth

Data collection screen

ASTM Standard GRL Engineers perform Dynamic Load Tests and Dynamic Pile Monitoring in general accordance with ASTM D49 45-12 Standard Test Method for High-Strain Dynamic Testing of Piles.

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